Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional conc...
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my.uniten.dspace-304422023-12-29T15:47:53Z Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests Mohammed B.S. Azmi N.J. Abdullahi M. 57203590522 57525403900 57211016458 Compressive strength Crumb rubber Rebound number Rubbercrete UPV Construction industry Hammers Light velocity Mixtures Nondestructive examination Rubber Ultrasonics Water content Conventional concrete Crumb rubber Curing age Fine aggregates Fresh and hardened properties Non-destructive test Rebound hammers Rebound number Rubbercrete Ultrasonic pulse velocity UPV W/c ratio Compressive strength Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional concrete mixtures. In view of the fact that rubbercrete is being used in the construction industry for a variety of purposes, evaluations of the rubbercrete mixtures using non-destructive tests such as rebound hammer (RH) and ultrasonic pulse velocity (UPV) to establish valid relationships is worthwhile. Fifteen mixtures with different w/c ratios (ratios of weight of water to weight of cement) and crumb rubber content percentages were prepared, cast and tested using RH and UPV at different curing ages. Models were proposed and statistically validated to predict the relationship between compressive strength with UPV and rebound number (RN) for rubbercrete mixtures at 3, 7 and 28 days. � 2010 Elsevier Ltd. All rights reserved. Final 2023-12-29T07:47:53Z 2023-12-29T07:47:53Z 2011 Article 10.1016/j.conbuildmat.2010.09.004 2-s2.0-78650235522 https://www.scopus.com/inward/record.uri?eid=2-s2.0-78650235522&doi=10.1016%2fj.conbuildmat.2010.09.004&partnerID=40&md5=9daa1f7691c9ac73a7b4d4cdf921e494 https://irepository.uniten.edu.my/handle/123456789/30442 25 3 1388 1397 Scopus |
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Compressive strength Crumb rubber Rebound number Rubbercrete UPV Construction industry Hammers Light velocity Mixtures Nondestructive examination Rubber Ultrasonics Water content Conventional concrete Crumb rubber Curing age Fine aggregates Fresh and hardened properties Non-destructive test Rebound hammers Rebound number Rubbercrete Ultrasonic pulse velocity UPV W/c ratio Compressive strength |
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Compressive strength Crumb rubber Rebound number Rubbercrete UPV Construction industry Hammers Light velocity Mixtures Nondestructive examination Rubber Ultrasonics Water content Conventional concrete Crumb rubber Curing age Fine aggregates Fresh and hardened properties Non-destructive test Rebound hammers Rebound number Rubbercrete Ultrasonic pulse velocity UPV W/c ratio Compressive strength Mohammed B.S. Azmi N.J. Abdullahi M. Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
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Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional concrete mixtures. In view of the fact that rubbercrete is being used in the construction industry for a variety of purposes, evaluations of the rubbercrete mixtures using non-destructive tests such as rebound hammer (RH) and ultrasonic pulse velocity (UPV) to establish valid relationships is worthwhile. Fifteen mixtures with different w/c ratios (ratios of weight of water to weight of cement) and crumb rubber content percentages were prepared, cast and tested using RH and UPV at different curing ages. Models were proposed and statistically validated to predict the relationship between compressive strength with UPV and rebound number (RN) for rubbercrete mixtures at 3, 7 and 28 days. � 2010 Elsevier Ltd. All rights reserved. |
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57203590522 |
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57203590522 Mohammed B.S. Azmi N.J. Abdullahi M. |
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Mohammed B.S. Azmi N.J. Abdullahi M. |
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Mohammed B.S. |
title |
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
title_short |
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
title_full |
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
title_fullStr |
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
title_full_unstemmed |
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
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evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests |
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2023 |
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1806428311337828352 |
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13.222552 |